PZ - L3.0_Irrigation Notes and Details A B C D E F G H I J K L M N 0 P
3/4"DISC FILTER STAMP: V30000p0
DESIGN BUILD IRRIGATION SPECIFICATIONS THRUST BACKING & ANCHORAGE AT FITTINGS oo°°� OF rD°00oo
-III-III-III-I o o
Thrust backing is needed wherever the pipeline: 3/4"GALV. UNION 00 S�. 1G.M1 O �O Z
1 1. Changes direction as at tees, bends, and crosses. -III-III-III 12"x 18"'CARSON' 1 p0
1. CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO CONSTRUCT A g III III - VALVE BOX o` �- ,o 0
2. Changes size,as at reducers. -III-III-III- REMOTE CONTROL
FULLY AUTOMATIC AND OPERATIONAL SPRINKLER IRRIGATION SYSTEM. THE COMPLETED 3. Stops, as at a dead end. z
III III III= VALVE
PRESSURIZED SYSTEM (INCLUDING POINT OF CONNECTION TO WATER SUPPLY, BACKFLOW 4. Valves, at which thrust develops when closed. = = = o s LA-276o
Lo
PREVENTER, SHUT OFF VALVE, DRAIN VALVE, AUTOMATIC FILTRATION, MAINLINE, REMOTE 1 �p�O 11/4/21 ���� w
CONTROL VALVES, LATERALS, SLEEVING, HEADS, CONTROLLER, AND WIRING AS REQUIRED) DETERMINING SIZE AND TYPE OF THRUST BACKING: FINISH /4"GALV. UNION
Z oo Poo
GRADE M - °�°`�NDSC���°°0 0
SHALL PROVIDE 100% COVERAGE TO ALL PROPOSED PLANTING AREAS TO THE MATURE Size and type of backing depends on pressure, pipe size, soil type LATERAL LINE AS °�fl�000Qpp°
and type of fitting. Take the following steps to determine the 2. In Table B,find that the bearing power of sand is 2000 Ibs per a
GROWTH SIZE OF ALL PROPOSED PLANT MATERIAL. THE UNDERGROUND SPRINKLER SPECIFIED o
bearing area required for a thrust block: square foot. Dividing the total force of 3450 Ibs. by 2000 Ibs., z 10" ROUND VALVE BOX
IRRIGATION SYSTEM SHALL BE DESIGNED AND CONSTRUCTED USING THE VALVES, PIPING, we have a total area of thrust bracing required of 1.75 square DATE: Z
FITTINGS, CONTROLLERS, WIRING, ETC., OF SIZES AND TYPES ADEQUATE FOR THE AREAS EXAMPLE: A 90 degree bend for a 4"-160 PSI line which will be feet or an area of 1'4"x1'4". 6"ADS LENGTH AS REQUIRED FILTER FABRIC w
SHOWN AND MEETING ALL APPLICABLE CODES AND MANUFACTURER'S RECOMMENDATIONS. tested at 160 PSI. Soil is sand. N FLOW _ 11/04/2021 z
THREADED BRASS GATE VALVE SIZED THE 1 CU. FT. PEA GRAVEL o
THE DESIGN MEET ALL REQUIREMENTS SHOWN IN IRRIGATION DETAILS ON THIS PAGE, SHALL - SUMP >Wzw
2 MATCH EXISTING IRRIGATION EQUIPMENT IF ANY IS PRESENT IN BOTH TYPE AND 1. Refer to Table A and note that the thrust developed for each SAME AS THE MAINLINE IN WHICH IT IS 2 2 z
b a�ox
EQUIPMENT(IF 100 PSI water pressure at a 4"-90 degree bend is 2295 Ibs. TABLE B INSTALLED °LL �,�Z P.
MANUFACTURER AND ONLY ONE MANUFACTURER'S PRODUCT SHALL BE USED IN ANY ONE BRICK SUPPORT(1-EA. OWO�p�J LL
Since the line is to be tested at 150 PSI,the total thrust Safe Bearing Load Soil Ibs/sp.ft. -III III _ Z CORNER) ��� W ro a LL o o o
CLASS OR TYPE OF PRODUCT. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S developed is 3450 lbs. PVC NIPPLE N - �� ZCWi�w?am
MUCK,PEAT,&SIMILAR 0 / ► �Q�QCd:
RECOMMENDATIONS AND STANDARD INSTALLATION PRACTICES. SOFT CLAY 1,000 - 407!
PVC MAINLINE t No°Qgal o
2. THE DESIGN SHALL INCLUDE A LOOPED MAINLINE WHERE FEASIBLE AND USE A TWO WIRE SAND 2,000 �- - �Qo� °W WT
TYPE CONTROLLER FOR ANY SYSTEM OVER 15 ZONES. TABLE A SAND AND GRAVEL 3,000 =III ooa°o'oo000 0 0 000 0 000 000a5'oo`70`000000�0'o III-III- ok
°oO000°oO000°o0 0°00000 00 OoOo 00 Ooo00o0000000000000000000000000000
o o o o °a o a a a a a III-III-III_ �� m
SAND GRAVEL CEMENTED WITH CLAY 4,000 880�880�88 8go�8go o P8806"NK A, C5,80�880�8 8go -_ _ ______
3. ALL MAIN LINE FITTINGS SHALL BE LEEMCO DUCTILE IRON PUSH ON TYPE FOR ALL PIPE 2 1/51, _ _ 0°0000000C 000000000 00 0000000000000000000000000000 - - =III=III= vLo
Thrust at fittings in Los.at 100 Ibs per square HARD SHALE 10,000 -III- - �o 0 00 0 00 00 0 00 0 00 0 0 0 0 00 0 00 0 00 0 00 0 00 0 00 o
OR LARGER. p III = o�8g0��8 8go�8g0��8 8 �8 o go�8go�8go�8go�8go�8go -III-III=III=III=III=I v
inch water pressure. �p �q ,�q
4. CONTRACTOR IS TO SUBMIT AN IRRIGATION DESIGN PLAN FOR REVIEW AND APPROVAL BY -II - - ° E E PIPE SIZE 90 DEGREE 45 DEGREE TEE& � o rn o o a z
THE OWNER'S REPRESENTATIVE PRIOR TO ORDER OF MATERIAL OR CONSTRUCTION OF Note: Allowance in total bearing area should be made for possible FLOW - - - CONTROL WIRE TO VALVE - - Q O1 " " °
BEND BEND DEAD ENDS � r''� rn o d i
water hammer in the line. + I-
SYSTEM. ALLOW 2 WEEKS FOR REVIEW OF PLANS PRIOR TO COMMENCING ORDERING OF = I =1I SCH.80 PVC ELL -III- N N 2 u Z
1-112" 415 225 295 > o N
3 MATERIALS. CONTRACTOR TO COORDINATE REVIEW FEES, IF REQUIRED WITH OWNER AND 2" 645 350 455 _ _ _ _ __ 1 v rn
INCLUDE ALL FEES IN SUBMITTED BID FOR CONSTRUCTION. ALL SUBMITTED DESIGN PLANS 2-112" 935 510 6so g - -III E 3oo
UPWARD THRUSTS AT FITTINGS:Where a fitting is used to - III- - LO
-III II II II II01
SHALL BE WELL DRAFTED AND INCLUDE ALL NECESSARY SYSTEM INFORMATION SUCH AS 3" 1,395 755 985 make a vertical bend, anchor the fitting to a thrust block brace - - -III ° •a m C5 CD `i' Of
' MAINLINE AS HARCO SCH 40 PVC GASKETED
4" 2,295 1,245 1,620 against undisturbed soil. The thrust block should have enough III-III THREADED FEMALE ADAPTOR, Q 0
_ a
PSI, GPM, PIPE SIZES, HEAD LOCATIONS, VALVE LOCATIONS, PSI LOSS CALCULATIONS, resistance to withstand upward and outward thrusts at the fitting. SPECIFIED °
SERVICE TEE OR APPROVED
6" 4,950 2,680 3,500 p 9� -III-III-III. r: . a. . . . :. :° �. • '. '. .° TYPICAL U � 0
T EQUAL OR ROMAC 202N PIPE +� a
PRECIPITATION RATES, RECOMMENDED WATER SCHEDULE, ETC. CONTRACTOR TO VERIFY 8" 8,375 4,450 5,930 11=III=11 = CU ® a a
WATER SOURCE LOCATION, SIZE, GALLONS PER MINUTE, AND PRESSURE PRIOR TO DESIGN. 10" 12795 6,895 9,075 (NO CROSSES WILL BE PERMITTED) ;III-III-III a ..:.,:. . , .:�a '. ' SADDLE OR APPROVED EQUAL v w
TAPE AND BUNDLE CONTROL
III - " - TAPE AND BUNDLE NOTE:
5. COORDINATE DESIGNED IRRIGATION NEEDS WITH AVAILABILITY OF WATER FROM SOURCE 12"AND LARGER-See pipe manufacturer's - WIRE AT 10'-0" INTERVALS ALONG � _
�-III-III- - - MAINLINE CONTROL WIRE AT 1. USE SCH.80 PVC NIPPLES AND FITTINGS. '"
INCLUDING TIMES AND/OR DATES WATER IS AVAILABLE. VERIFY CONTROLLER NEEDS PRIOR requirements. - = = = = = = - 10'-0"O.C. INTERVALS v o
2. PROVIDE ALL FITTINGS AND HARDWARE AS REQUIRED. INSTALL PER
TO SYSTEM DESIGN. -III=III=III=III=III=III=III=1' ALONG MAIN LINE
45 ELBOW CHANGE IN ELEVATION 90 ELBOW SUDDEN REDUCTION MAINLINE TEE CONCRETE THRUST BLOCK WITH MANUFACTURERS RECOMENDATIONS.
-1 III-III-III-I 1- w
6. COORDINATE LOCATION OF CONTROLLER WITH OWNER. INSURE DESIGN ALLOWS FOR -III III= REBARANCHORs 0 � m Z
ADEQUATE DRAINAGE OF SYSTEM, AND ALLOWS FOR COMPLETE WINTERIZATION OF a. MICRO IRRIGATION VALVE ch Im M
4 ISOLATION VALVE 7
SYSTEM. DESIGN SHALL CONSIDER NEED FOR CHECK VALVES IN HEADS TO RESTRICT LOW a v w
HEAD DRAINAGE IN SYSTEM.
NOT TO SCALE 4 ���
7. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED 110V POWER TO CONTROLLERS. NOT TO SCALE m °
a +-r
ELECTRICAL WIRING SHALL BE INSTALLED ACCORDING TO LOCAL CODE. THE COST OF ALL w
ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT WORK SHALL BE -� h Z
INCLUDED IN THIS CONTRACT.
UNDISTURBED S 12"ROUND VALVE BOX h 0 0
12. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE w
SURFACE AS A RESULT OF TRENCHING OPERATIONS. QUICK COUPLER VALVE WITH
13. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND IRRIGATION THRUST BLOCK COVER Copyright c0 2021 w
All rights reserved. Reproduction or use in any Z
ORDINANCES. form or by any means without written permission of m
NOT TO SCALE rn FINISH GRADE South Landscape
Architecture
Architecture Dba South
14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND =III-III=III-III - z N Reck&ulaid Landscsubject ape
Architecture P.C.P.C.i. z
PERFORMANCE, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. -III "' FINISH GRADE
5 15. SYSTEM DESIGN SHALL FOLLOW INDUSTRY DESIGN STANDARDS INCLUDING TO SIZE PIPE TO RECTANGULAR HEAVY DUTY =III-III FINDERS TAPE LL
MI I-I (9" DEEP) 5 REVISIONS: °
PLASTIC VALVE BOX WITH LOCKING FILTER FABRIC BARRIER
MAINTAIN LESS THAN 5 FPS VELOCITY, USE A MINIMUM PIPE SIZE OF 3/4", SLEEVE ALL PIPE =III= - co No. Date Description Z
LID,AS SPECIFIED o o°�o g� 000 N LATERAL LINE p
ID
UNDER PAVING, WALKS AND ROADWAYS, MINIMIZE PRESSURE LOSS DUE TO FITTINGS AND LASCO BRASS STABILIZERLo
EXCESSIVELY LONG PIPE RUNS, MAINTAIN MINIMUM PSI FOR PROPER OPERATION AT ALL FINISH GRADE z -III= - o�0000�0000�0000�0000�o J(PAN A8o�o8o�88a (MIN. 12" DEEP) Lo
III III Ooo0oo000 000 000 000 000 000 00o Ooo0oo000000000 o Oo0
SPRINKLER HEADS, LOCATE VALVES IN VALVE BOXES NEXT TO WALKWAYS OR OTHER -III=III= O��g0��g0��g0��g0 0 g0 �g0��g0 SAND OR ROCK FREE 10
ACCESSIBLE LOCATION OUTSIDE OF SPRINKLER SPRAY, AND CONSTRUCT SYSTEM TO °000°oOMPOoo°o)oo°oo° o 0 00000°000000000°00 6"DEEP PEA GRAVEL SOIL AROUND ALL PIPE w
DESIGNED GRADES AND CONFORM TO SITE AND LANDSCAPE PLANS. ivml -III=III- o�000�0000�0000�0000 0 080�080�8 �00000
16. MAINTAIN ACCURATE AS-BUILT DRAWINGS THROUGHOUT CONSTRUCTION, SHOWING ALL 1"AIR&VACUUM VALVE ASSEMBLY °Oo°Oo°oo°O ° 0000000000- - MAINLINE
ARI D-040-C OR EQUAL. SCHEDULE 80 NIPPLE 0
- z (24"DEEP MIN.) o
M - I I ( -
INSTALLED MATERIALS AND NOTING CHANGES IN DESIGN FROM ORIGINAL. SUBMIT FINAL III-III III-III-III III-III III
_ III=III-III=III=III=III- - III=III=III-III-1IIF LL
AS-BUILT DRAWINGS FOR APPROVAL BY OWNER. -III MAINLINE(24"DEEP MIN.) TWO WIRE CONTROL 0
17. THE WORK (WHETHER MENTIONED OR NOT) SHALL CONSIST OF ALL LABOR, TOOLS, =III=III- NO. REBAR OR 1"SCH.40 STEEL = -III-III- - - -
III-III WIRE IN 3/4"SCHEDULE w
6 =III- III=III- PIPE,WITH (2)STAINLESS STEEL 40 CONDUIT ALONG MAIN
MATERIALS, TESTS, PERMITS AND OTHER RELATED ITEMS NECESSARY FOR THE
GEAR CLAMPS OR APPROVED - LINE 6
INSTALLATION AND OPERATION OF THE IRRIGATION SYSTEM. -III III EQUAL. L- -III- - _ _ 90°STREET ELLS -III III
18. ALL PLANTER BED AREAS SHALL BE IRRIGATED USING IN-LINE EMITTER BASED DRIP SYSTEM III- =III- III=III -III= =III=III =III =III=
1-III -III -1 90°STREET ELLS 1-N SCHEDULE 80 NIPPLE III-III-WITH VALVE SYSTEM THAT PROVIDES PRESSURE REGULATOR AND FILTRATION AT EACH -III- =III- III=III =1 =III=III- =III- =III =III-III _- 1=I I
VALVE. SEPARATELY VALVE SUN AND SHADE DRIP ZONES. INSURE MINIMUM FLOW THRU -III -III-III- 1"SCH. 80 NIPPLE
III-I SCHEDULE 40 -1 II ITI ,III 1=III-III-III-III-III-III-III-III-III-III-_I
VALVES FOR PROPER FUNCTION. DRIP SYSTEM TO ACCOMMODATE PLANTED SHRUB SIZE F-I I I -I I I-I I I-III- 1" BALL VALVE FITTINGS III-1 III III III III III III III _I
IRRIGATION AS WELL AS MATURE SHRUB SIZE IN IRRIGATION DESIGN. -III- =III- III=III 1-I 11=III =III=III-III=III=III
19. ALL TURF AND LAWN AREAS SHALL BE IRRIGATED USING POP UP SPRAYS AND/OR ROTORS -III -III-
- VALVE BOX EXTENSION AS
SIZED ACCORDINGLY TO THE IRRIGATED AREA. TURF ZONES SHALL INCLUDE A VALVE �III- III-III � REQUIRED ao
SYSTEM THAT PROVIDES A PRESSURE REGULATOR AT EACH VALVE. SEPARATELY VALVE - -III -III- TRENCH SECTION
-III- III 0000 0 0 0 0 �00
°��°��°��°��°� ° °��°��°� PAVING BRICK OF NOT TO SCALE Q
SPRAY AND ROTOR ZONES. SIZE VALVES ACCORDING TO MANUFACTURERS III-III III - o800�'0080�08�ogo�og go �o�oo°�°o°°o°�°o°°o° - V NOT TO SCALE
RECOMMENDATIONS FOR WATER VOLUME REQUIREMENT. SPRINKLER SYSTEM LAYOUT IS TO -1 -I =III- 1- o�Do o�Do o a o�Do ova o 0 0� o o� o o� o - 1"SCH. 80 NIPPLE 7 PQ i■■i
7 PROVIDE COMPLETE COVERAGE WITH MATCHED PRECIPITATION AND MINIMAL OVERSPRAY. III III III -
18. CONTRACTOR TO PROVIDE KEYS AND HOSE SWIVELS FOR EACH QUICK COUPLER VALVE. FILTER FABRIC BARRIER - - _ _ - -I' REDUCER/ADAPTER AS REQUIRED - - - - - -
W w
19. IRRIGATION CONTRACTOR SHALL USE THE MANUFACTURERS APPROVED PRESSURE III=III=III=III=III= CHRISTY'S BLANK YELLOW ID TAG
REGULATING MODULE TO ADJUST ZONE OPERATING PRESSURES TO ENSURE 6"DEEP PEA GRAVEL SUM = = = = = =1 OR APPROVED EQUAL
_ _ _ _ III III III-I III I I-III I O CIS
RECTANGULAR HEAVY DUTY
RECOMMENDED OPERATING PRESSURE AT END OF LINE HEADS. III-III-III-III it =III-III=III - I I I =1 OF4
-" �III-III-III-� 1
HARCO SCH 40 PVC �-III-III-I 1= x PC
NOTE; PLASTIC VALVE BOX WITH LOCKING -I
`� QUALIFICATIONS OF INSTALLER -III-III-III- LID,AS SPECIFIED III III III- FINISH GRADE OPI
GASKETED SERVICE TEE OR III-III-III-III- 1. AIR AND VACUUM RELEASE TO BE I-
�-III-III
1. CONTRACTOR MUST BE A BONDED SPRINKLER IRRIGATION CONTRACTOR. THE SPRINKLER APPROVED EQUAL OR ROMAC RO
PLACED ON HIGHEST MAINLINE _ _
w 24"SLACK WIRE ROLLED NEATLY, III III TOR POP-UP SPRINKLER
IRRIGATION SYSTEM MUST BE INSTALLED BY A SPRINKLER IRRIGATION TECHNICIAN WITH 2O2N PIPE SADDLE OR
-III-III-III- POINT. FIELD ADJUST AS USE 3M DBY WATER PROOF WIRE
A FIVE (5) YEARS OR MORE OF EXPERIENCE. ALL ELECTRICAL SERVICE CONNECTION WORK APPROVED EQUAL III �� REQUIRED.
III-III-III- CONNECTORS III PREFABRICATED 1"SWING JOINT AS
MUST BE DONE BY A LICENSED ELECTRICAL CONTRACTOR. =III= ,III - =III MANUFACTURED BY LASCO OR APPROVED
a 8 - Ti-I 1 1"III- FINISH GRADE EQUAL 8
A THRUST BLOCK PER VERIFICATION DETAIL = = = = = REMOTE CONTROL VALVE AS -III 0
1. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL INSPECT THE SITE, -III-
A I R RELIEF VALVE _I1=1 1=1 z =1 -1 SPECIFIED
�, LOCATE ANY EXISTING IRRIGATION SYSTEM AND PUMPING COMPONENTS, CAREFULLY -III=III= III== 1 I1=I I I=I
CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK IN 2 �=III=III -III- UNION III III O
NOT TO SCALE - -
U ORDER TO PROCEED SAFELY. = -III-III
Z 2EIIIIIIIIII
. CONTRACTOR SHALL REPORT TO THE OWNER ALL DEVIATION AND/OR CONFLICTS BETWEEN SCHEDULE 4o PVC LATERAL(12"
J 4"VALVE = MIN. BURY) -III-III- I
DRAWINGS AND SITE CONDITIONS. EXTRA WORK ARISING FROM FAILURE TO DO SO SHALL MARKERco
-III =III= =
BE DONE AT THE CONTRACTOR'S EXPENSE. III III FILTER FABRIC BARRIER -III-III -
Nk�IA 1 11111I I I =1 I_I I_I 1 = W
A II
WARRANTYAI�\IA� OA� _ _ oilA 1=I I F VALVE BOX EXTENSION AS I
STANDARD ONE YEAR GUARANTEE SHALL INCLUDE - =III=III 000'c°oo oc°o ooc° ooc°0000c°a`°D0000 000000c°0000c REQUIRED Z
I I I I I I=1 I I o��go��go �go� go��go�,9go�,96o'04,T94'T�goT�
w 9 1. FILLING AND REPAIRING DEPRESSIONS AND REPLACING PLANTINGS DUE TO SETTLEMENT OF FINISH =III-III 4"P.V.C.SLEEVE -III=III o°000000 000°00000°°00000000000000000000000000 9
_ 00000 00000 00000000000000000o PAVING BRICK(1OF4) O
IRRIGATION TRENCHES FOR ONE YEAR FOLLOWING ACCEPTANCE OF PROJECT. GRADE z =III o�080�8 880�080000 880�080�080�080�080�0 =III-III-III-III- PVC SCH 4o TEE OR ELL
v 2. SYSTEM CAN BE ADEQUATELY DRAINED AND BLOWN OUT TO PROTECT FROM FREEZE _ g = 0ooc°0000 ooc0 oc°0000c°0000c0 oc°0000c°0000c°0000c°000°0 - = = = ti•�
'v 000�oo o°�0000000 f �0000000��o°000�oo� -III- III- CLASS 200 PVC LATERAL LINE A
DAMAGE.
6"DEEP PEA GRAVEL SUMP (MIN. 12"DEEP)
w -III-III N o00o Ooo0oo0 Ooo0oo0o OooO o _3. CONTRACTOR SHALL PERFORM FIRST YEAR'S WINTERIZATION AND SPRING START-UP AND SCH.40 =I 11-I I I NIBCO 1"BRASS BALL O
- I-III-III-III-III- -III-III-III- III III-III-III-
3 SHALL TRAIN OWNER IN BOTH PROCEDURES. FITTINGS DRAIN VALVE WITH"T" - 1 - - - - = 24 VOLT COMMON AND CONTROL
4. SYSTEM HAS BEEN ADJUSTED TO SUPPLY PROPER COVERAGE OF AREAS TO RECEIVE - HANDLE OR MAINLINE AS I_=III= - I_I-III- III=III=_ WIRE TO VALVE ROTOR POP-UP SPRINKLER O a~
~ WATER. DRAIN ROCK 1 APPROVED EQUAL SPECIFIED(24" MIN. BURY) -
C.F. MIN. g �j
o -III HARCO SCH 40 PVC-III-I SERVICE TEE OR APPROVED D NOT TO SCALE
a LOW POINT IN TAPE AND BUNDLE
o MAINLINE, SIZE PER CONTROL WIRE AT
3 PRESSURE IRRIGATION SYSTEM 1 EQUAL OR ROMAC 202N PIPE _ _ _ Z
III-III- oo°Oo O opoo3 opt o� PLANS 10' 0"O.C. INTERVALS
00 0 0 0 0 0 00 0 0o SADDLE OR APPROVED EQUAL FINISH GRADE
!. 1 Q - ��a�� a o���� ALONG MAIN LINE NOTE: 1 III-III-III -III-III-_ 10
-III-I 000 00 000 000 000�N
cv - o0 00 00 000 000 00o SCH.80 NIPPLE
� 00 0 00 0 00 0 00 0 00 0 00 1. USE SCH. 80 PVC NIPPLES AND FITTINGS. �= INSTALL 1/4"ABOVE GRADE AND A
NON POTABLE WATER NOTES 11 1 �g0��g0��g0��g0��g0��g0 1 III-III -III-III MINIMUM OF 4"OFF WALKS AND CURBS
_ _ REMOTE CONTROL VALVE
=III-I III=1 -1
w -III �go��go��go��go��go��go I-III-III-III- =1 1=1
= III III-I o°oQQ°ono°��o°o°o°o°o°o°o°o°o°o°o°o°o°o° I 1=1 1=1 1=1 z I-III-III -1 -1 1=
oo O o0 0 000 0 -_ _ - - - -POP-UP SPRAY HEAD
Z 1. ALL QUICK COUPLER VALVES, SPRINKLER HEAD COVERS, AND AUTOMATIC CONTROL -III-III- I I+I o o_ 1-I 1-1 III NOT To SCALE -I I =I I- 11
VALVES SHALL BE PURPLE TINTED IDENTIFICATION MATERIAL, MARKED WITH "DO NOT DRINK" I I I I I=I I = I I= -III
- 1 -III 11 _1 I _1 I I-I I I-I I I-I I I-I 111- 1/2"MARLEX STREET ELLS
WARNING. "-III-111=1I1=1I III-III-1'' DRAWN BY:
2. INSTALL FINDER TAPE OVER ALL IRRIGATION MAINS. TAPE SHALL BE 2" WIDE, METALLIC NOTE: 9o°ELL SPIRAL BARB
FITTINGS LINEAR LOW DENSITY POLYETHYLENE JRB
o PURPLE IN COLOR, WITH THE WORDS "DANGER - UNSAFE WATER" OR "NON-POTABLE WATER" 1. DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM SWING PIPE(12" LONG MIN., 18"LONG
3 CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN SIX WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. SCHEDULE 40 PVC MAX) CHECKED BY:
INCHES (6")AND EIGHTEEN INCHES (18") BELOW THE SURFACE, DIRECTLY ABOVE THE TOP OF LATERAL LINE
11 THE PIPE. (MIN. 12"DEEP) 11 JCM
PCIi - SCHEDULE 40 FITTINGS
w CAUTION NOTICE . 3MANUAL DRAIN VALVE - ---- -INOT TO SCALE - - - - -_ PROJECT NUMBER
= = = =I I I21-0460
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF SPRAY HEAD POP-UP SPRINKLER SHEET:
U EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
o UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE 10 NOT TO SCALE
X
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
Z MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THEL3013 13 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT ■ J
12 WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 12 d
Z
o w
Z
a
A B C D E F G H I J K L M N 0 P
3
a
w
rn